과제정보
연구 과제 주관 기관 : 한국연구재단
참고문헌
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- Bishop, A.W. (1959), "The Principle of Effective Stress", Tecnisk Ukeblad, 39:859-863.
- Bishop, A. W. and Blight G. E. (1963), "Some Aspects of Effective Stress in Saturated and Partially Saturated Soils", Geotechnique, Vol.13, pp.177-197. https://doi.org/10.1680/geot.1963.13.3.177
- Chae, J.G., Kim, B.S, Park, S.W., and Kato, S. (2010), "Effect of suction on unconfined compressive strength in partly saturated soils", KSCE Journal of Civil Engineering, 14(3):281-290, Doi: 10.1007/s12205-010-0281-7.
- Fredlund, D. G. and Morgenstern, N. R. (1977), "Stress State Variables for Unsaturated Soils", Journal of Geotechnical Engineering, ASCE, Vol.103, pp.447-466.
- Fredlund, D. G., Morgenstern, N. R. and Widger, R. A. (1978), "The Shear Strength of Unsaturated Soils", Canadian Geotechnical Journal, Vol.15, No.3, pp.313-321. https://doi.org/10.1139/t78-029
- Fredlund, D. G., and Rahardjo, H. (1993), Soil Mechanics for Unsaturated Soils, John Wiley & sons, New York.
- Karube, D. and Kato, S. (1996), "An Ideal Unsaturated Soil and the Bishop's Soil. Proceeding of 13th International Conference", Soil Mechanics and Foundation Engineering, New Delhi, Vol.1, pp.43-46.
- Karube, D., Kato, S., Hamada, K., and Honda, M. (1996), "The Relationship between the Mechanical Behavior and the State of Pore-water in Unsaturated Soil", Journal of Geotechnical Engineering, JSCE, Vol.535, No.III-34. pp.83-92.
- Kato, S., Yoshimura, Y., Kawai, K., and Sunden, W. (2001), "Effects of suction on strength characteristics of unconfined compression test for a compacted silty clay", Geotechnical Engineering Journal, JSCE, 687:213-218.
- Kohgo, Y., Nakano, M., and Miyazaki, T. (1993), "Theoretical Aspects of Constitutive Modeling for Unsaturated soils", Soils and Foundations, Vol.33, No.4, pp.49-63. https://doi.org/10.3208/sandf1972.33.4_49
- Lu, N. and Likos, W. L. (2006), "Suction Stress Characteristics Curve for Unsaturated Soil", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.132, No.2, pp.131-142. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:2(131)
- Nishimura, T. and Fredlund, D. G. (2000), "Unconfined Compressive Strength of a Silty Soil and Kaolin Below the Residual State", Advances in Unsaturated Geotechnics, GSP No.99, ASCE, pp.262-274.
- Sheng, D., Zhou, A., and Fredlund, D. G. (2011), "Shear Strength Criteria for Unsaturated Soils", Geotechnical and Geological Engineering, Vol.29, No.2, pp.145-159. https://doi.org/10.1007/s10706-009-9276-x
- Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E. and Clifton, A. W. (1996), "Model for the prediction of shear strength with respect to soil suction", Canadian Geotechnical Journal, Vol.33, pp.379-392. https://doi.org/10.1139/t96-060
피인용 문헌
- 편마풍화토의 다짐밀도에 따른 불포화 흡수응력 특성 vol.29, pp.8, 2013, https://doi.org/10.7843/kgs.2013.29.8.15
- Undrained Shear Strength of Unsaturated Soils under Zero or Low Confining Pressures in the Vadose Zone vol.17, pp.1, 2011, https://doi.org/10.2136/vzj2018.01.0024